14 lasell 1 MAY 24 A1THESE DOCUMENTS ARE THE PROPERTY
OF JEFFREY SCOTT PENN, ARCHITECT,
TEL. 413-531-1868, AND MAY ONLY BE USED
FOR THE SCOPE AND DURATION OF THIS
PROJECT
OFA1
PROPOSED
1ST FL PLAN
SCALE: 1/4" = 1'-0"
REVISIONS:
RENOVATIONS
NORTHAMPTON MA
14-16 LASELL STREET
SCALE
0 1'2'3'4'5'10'20'
PROPOSED BASEMENT PLAN
UP
N
REMOVE
CHIMNEY
36'-3 1/2"
(39'-11 1/2")
BILCO
SIZE C
BULKHEAD
REMOVE
BUTTRESS
PIN CONC.
TO BRICK
AND CUT
OPENING
NEW BEARING WALL (2x6
STUDS @ 16"oc), FOOTING
(16"x12" CONTINUOUS
SHOWN) AND BEAM ABOVE
AND JACK FLOOR TO LEVEL
1 HOUR FIRE PROTECTION OF
CEILING AND STAIR USING 5/8"
TYPE X GYPSUM WALLBOARD
AND HOUR FIRE RATED DOORS
AT TOP OF STAIRS BOTH SIDES
ALL NEW 3" STANDARD
PIPE COLUMNS WITH
7"x7"x1/2" WELDED TOP
AND BOTTOM PLATES
EACH WITH 4 HOLES
FOR 3/8" LAGS INTO
BEAM AND FLOOR (OR
ON 24"x24"x12" FTG)
JOHN WALLEN STRUCTURAL
PROPOSALS
ADIN MAYNARD TO ADVISE
REGARDING ENVELOPE SEAL
AND INSULATION PROPOSAL
FOR SUCCESSFUL HERS
REMOVE POSTS -
NEW CENTER
BEARING WALL
(2x8 STUDS @
12"oc) AND DOOR
PROPOSED FIRST FLOOR PLAN
UP
DN
MUD ROOM
LAVKITCHEN
REF
DW LN
FOYER
BENCH
& PEGS
GREAT ROOM
SITTING ROOM
3'5'40"(44")
SEAL/INSULATE
NEW WINDOWS
AND DOOR
REMOVE WALL
4 1/2" INTERIOR
WALLS?
1/2" RIGID/3 1/2"
SPRAY ICENENE?
EXTEND STAIRS
AND NEW
ENTRY COVER
PTRY
CAB./SHELVES?
CAB./SHELVES?18"RESTORE OPEN
PORCH -
NEW COLUMNS AND
FINISHES
PORCH
BENCH
& PEGS
2'6"
1'6"
12'-0 3/4"(4'-4")
13'-6"
10'-4 1/4"
12'-9 1/4"
10'-5 5/8"
11'-3 1/4"
5'
2'8"
REMOVE
DOOR
12" CAB./SHELVES
5' TV CAVITY
RECONSTRUCT FLOOR TO
LEVEL WITH FIRST FLOOR
BULKHEAD
DN
1Hr
LOCKABLE
1Hr
LOCKABLE
STACK
WASHDRY
2'6"
ANY BUILT-IN
CABINETS OR
SHELVING?
REMOVE WALL
BENCH
& PEGS
MUD ROOM
RECONSTRUCT FLOOR TO
LEVEL WITH FIRST FLOOR
DW
3'5'KITCHEN
GREAT ROOM
SITTING ROOM
FOYER
3'0"
1HR
REMOVE STEEL BEAMS;
SISTER JOISTS
CONTINUOUS TO BEARING
ASSESS AND
COMPLETE BEARING
EXTEND 8x8 BEAM
NEW BEARING AND 1 HOUR SEPARATION
WALL (2x8 STUDS @ 12"oc, 5/8" TYPE X
GYPSUM BOTH SIDES), FOOTING (36"x12"
CONTINUOUS SHOWN WITH 3-#4 REBARS
NEAR CENTER; STOP 12" FROM BRICK FND)
AND BEAM ABOVE AND JACK FLOOR TO
LEVEL
REF
PTRY
EXHAUST HOODEXHAUST HOOD
UPPER CABINETS3'0"
1HR
3
12
9'-2 1/4"
9'-3"
7"
8"
19'-8 1/4"
(8 3/4)
12
TYPICAL SECTION
EXT. CHANNEL WITH
CANOPY SUPPORT
PREFAB 8"x8" LINTEL
EXISTING WOOD BEAM
ALL DIMENSIONS VIF
TIE RODS
TIE RODS
TIE RODS
2'-10 1/4"
3- 1 3/4"x11 7/8" LVLS MOE, Fb MIN.
3100, 1/2" THRU BOLTS 2" FROM
EDGES 24"oc - MIN. 4" FROM PLY
ENDS, 2 BOLTS OVER EACH BEARING
PIER. SPLICE PATTERN SO ALL PLIES
BEAR ON 3 PIERS 8"10"6"6'-2"
5'-1"
2'
9'-11 1/4"
6'-8 1/2"
13'-3 3/8"
7'-1 5/8"
TIE RODS
TIE RODS
TIE RODS
TIE RODS
REAR WALL TIE RODS
LAVKITCHEN
REF
BULKHEAD
KITCHEN
REF
TIE RODS
8'-0 3/8"5'-9 5/8"4'-3 3/4"8'-0 3/8"5'-9 5/8"4'-3 3/4"
(1'-9")GRADE
TIE RODS
NEW BEARING BEAM
3'-3 3/4"
5 1/2" WALL
2'6"2'6"
RAFTERS PARALLEL
TO BUILDING
PROVIDE TEMPORARY
SUPPORT - CAREFULL
CUT OUT BRICK - INSTALL
8x8 PRECAST LINTEL -
NEW 1 HOUR DOOR IN 1
HOUR WALL (5/8" TYPE X
GYP. BOTH SIDES)
NEW 8" FND WALL (CAST WITH
2-#5 REBARS NEAR TOP AND
BOTTOM) RODDED OR KEYED
TO 16"x8" FTG (CAST WITH 2-#5
REBARS) FOR BULKHEAD AND
WITH VERTICAL #5 REBARS
APPROX. 2" FROM BRICK AT
OPENING AND EXTENSION -
BUTTRESS SHALL SUPPORT
CUT BRICK AND NEW BEAM
ABOVE
BEAM END
CURRENT
SEPTIC
RISER
CURRENT
SEPTIC OUT
NEW 3" PIPE
COLUMN ON
24"x24"x12" FTG
2x4 STUDS @ 12"oc
WALL SEGMENT TO
SUPPORT JOISTS
NEW 3" PIPE COLUMN ON
24"x24"x12" FTG
NEW 3" PIPE COLUMN ON
24"x24"x12" FTG AT BEAM
END/JUNCTION
2x4 STUDS @ 12"oc
WALL SEGMENT TO
SUPPORT JOISTS
NEW 3'-8"x4'x6" THK CONC. LANDING
CAST WITH 3-#5 REBARS EACH WAY
NEAR CENTER ON 6" WASHED STONE
5'-11"
8'-2 1/2"
3'-1"
2'-6 3/4"
4'
3'-8"
3- 1 3/4"x11 7/8" LVLS MOE, Fb MIN.
3100, 1/2" THRU BOLTS 2" FROM
EDGES 24"oc - MIN. 4" FROM PLY
ENDS, 2 BOLTS OVER EACH BEARING
PIER. SPLICE PATTERN SO ALL PLIES
BEAR ON 3 PIERS
NEW MUD ROOM AT FOOTPRINT OF
EXISTING ON 10" DIA. CONC PIERS
CAST WITH #5 REBAR NEAR CENTER
AND POST BRACKET
NEW 3'-8"x4'x6" THK CONC. LANDING
CAST WITH 3-#5 REBARS EACH WAY
NEAR CENTER ON 6" WASHED STONE
SYMMETRICAL WITH EAST SIDE
TUBE AT CANOPY -
HSS 6x2x5/16
3
12FLASHING
PLATE
MIN. 1"
ABOVE 1.5"x4.5"x1/4" RAFTER BEARING PLATES WELDED
VERTICAL @ 12"oc 6 HOLES EACH 5/16" - RAFTERS
MAY BE NOTCHED AT ANGLE TO BEAR - DRILL FOR 5
SIMPSON JOIST HANGER SCREWS
END/JUNCTION
PLATE
VERTICAL
TUBE/CHANNEL
ANGLED
TUBES
(1'-4 1/2")
THIS TIE ROD NEAR THE
CANOPY MAY BE WELDED
TO THE INTERIOR FACE
AND COUPLED WITH
INTERIOR JOIST TIES
ANGLED TUBES AT
CANOPY -TU 2.5x1.5x1/4
TOPS OF 2x8 RAFTERS MAY BE TAPERED
FOR SHEATHING - 5/8" CDX MIN..
FLASHING
PLATE
TUBE AT CANOPY -
HSS 6x2x5/16
WELD FLASHING TO TUBE
MIN. 1" ABOVE EXISTING
FLASHING - APPROX. 1/4"
GAP FOR COUNTER
FLASHING
EXISTING
FLASHING
HEIGHT
EXISTING FLASHING
HEIGHT - CUT AROUND
TUBE AND COUNTER
FLASH ALL NEW
INSTALLATIONS
WELD ALL JOINTS ALL
AROUND WITH 100% BUTT
OR 1/4" FILLET - GRIND
SMOOTH BEFORE
GALVANIZING
TUBE AT CANOPY -
HSS 6x2x5/16
TYPICAL CHANNEL -
C6x8.2
TYPICAL CHANNEL -
C6x8.2
FASCIA/LADDER ATTACHED
TO END RAFTER
TIE ROD WELDED TO INTERIOR
OF TUBE; MEET PRE DRILLED
HOLES VIF AND COUPLE TO
ATTACHMENT
DATE: 1 MAY 2024
1'-6 3/16"
2 9/16"
THIS PROPOSAL SETS
TOP OF ROOF/CANOPY
ROOFING AT APPROX. 7"
BELOW EXISTING
FLASHING LINE
7'-9 1/2"